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( ,cil MATERIALS TESTING INC.
(/ WE. MF • 7
oir 871 STAFFORD200ROS AVENUE ROAD E.
EAGLEVILLEILORD CONNECTICUT, CONNECTICUT06460 06268(203)8•(8605487-1 8-2765972
141 NVLAP#0320 COMPRESS C 6" X 12" CYLINDERS) ASTM C-39
Specific Scope Accredited (,
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CON
QCi g --` ME►tq-NFC) M-101A
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CLIENT William Rheaume 22 M• •,, .,• "".2\5.4"-:7-•
1295 Route 32 OF ''i:�'
Uncasville, CT 06382 rOWNFOpT f+
N0.21959 ;
PROJECT Pre Engineered Building12OFMOHTMq�R .s/e),%•(/CENIS.�'' 44d
Unca5sville, C2 /, %/bl 1111�N�``\``
LOCATION Foundation walls, entire building —/ (v •
CONCRETE SUPPLIER Jolley Concrete
DATE CAST 09-18-02 DATE RECEIVED 09-19-02
TEMPERATURE-AMBIENT 82 °F CONCRETE 93 °F
SLUMP 3 if AIR CONTENT 3.0 % TRUCK NO. 53
SAMPLING TIME 4:45 p.m. CYLS. CAST BY Materials Testing, Inc.
REQUIRED STRENGTH - PSI 3000
CEMENT, LBS./CU.YD FINE AGGREGATE, LBS./CU.YD
COARSE AGGREGATE, LBS./CU.YD.
WATER, GALS./CU.YD ADMIXTURES
AGE CYL. DATE COMPRESSIVE
CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH - PSI
M-10733 7 28.07 I 09-25-02 61,500 2180
M-10734 I
28 28.26 10-16-02 94,000 3330
M-10735 28 28.31 10-16-02 94,000 3330
M-10736 Spare 28.07 Spare
.rf
,,,,..1 .rials T-sting, Inc/
r,i.,
Frank A. Soucy
1cc: Client
1 cc: Smith Engineering/R. Smith
1 cc: Town of Montville
1 cc: Esmat Ali, P.E., Special Inspector
smc
Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government.
Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320.
40.1.1141
. MATERIALS TESTING INC.
�t' 1. 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
� 0� 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (864)487-1972
NVLAP#0320 COMPRESSION TESTS (6" X 12" CYLINDERS) ASTM C-39
Specific Scope Accredited
0111111111/%i
CON
�� •0� :- N�C�i M-100A
ME
CLIENT William Rheaume �Qr�S P•}w F ,�
1295 Route 32 = r " 'G-t
Uncasville, CT 06382 * --... '
-o N0.21959 % *
PROJECT Pre-Engineered Building ��'t5�/cENs-°- k ' ,�
%
12Uncasville,Route 32
,/��i, 'ONA'`;;�p11�t
abs (0
LOCATION Foctinq -entire building / (v
CONCRETE SUPPLIER Jolley Concrete
DATE CAST 09-10-02 DATE RECEIVED 09-12-02
TEMPERATURE-AMBIENT 76 °F CONCRETE 80 °F
SLUMP 3 '/2 id AIR CONTENT 4.8 % TRUCK NO. 38
SAMPLING TIME 9:20 a.m. CYLS. CAST BY Materials Testing, Inc.
REQUIRED STRENGTH - PSI 3000
CEMENT, LBS./CU.YD FINE AGGREGATE, LBS./CU.YD
COARSE AGGREGATE, LBS./CU.YD.
WATER, GALS./CU.YD ADMIXTURES
AGE CYL. DATE COMPRESSIVE
CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH - PSI
M-10577 7 1 28.15 09-17-02 1 67,000 2370
M-10578 28 28.16 10-08-02 98,000 • 3470
M-10579 28 28.03 10-08-02 103,000 3640
M-10580 _ Spare 28.25 Spare
terials Testing, In
4.;_a., ..,d,;,,,,,,v.,..07
71°
Frank A. Soucy
1 cc: Client
1 cc: Smith Engineering/R. Smith
1 cc: Town of Montville
1 cc: Esmat Ali, P.E., Special Inspector
smc
Test reports may not be reproduced without the express permission of Materials Testing,Inc.Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government.
Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320.
MATERIALS TESTING,„ ) INC.
�,1 r 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
�0O871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 • (860)487-1972
it
1 NVLAP#0320 COMPRESSION TESTS (6” X 12" CYLINDERS) ASTM C-39
Specific Scope Accredited
01111111111//////,
N/v
aitt U ,t�� �MIK/i. l...tr0 M-100
CLIENT William R�eaume =#7.wfj ', .;:; --`'r
1295 Route 32 � , = N, . . "f r
- ----- I *
Uncasville, CT 06382 NO.21959 ;4.,.....?
PROJECT Pre-Engineered Building �i/A�'p��S'---�N��\
1295 Route 32 //////�'I�11\\\���
Uncasville, CT
0 , (q.v
LOCATION Footing - entire building
CONCRETE SUPPLIER Jolley Concrete
DATE CAST 09-10-02 DATE RECEIVED 09-12-02
TEMPERATURE-AMBIENT 76 °F CONCRETE 80 °F
SLUMP 3 '/2 AIR CONTENT 4.8 % TRUCK NO. 38
SAMPLING TIME 9:20 a.m. CYLS. CAST BY Materials Testing, Inc.
REQUIRED STRENGTH - PSI 3000
CEMENT, LBS./CU.YD FINE AGGREGATE, LBS./CU.YD
COARSE AGGREGATE, LBS./CU.YD.
WATER, GALS./CU.YD ADMIXTURES
AGE CYL. DATE COMPRESSIVE
CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH - PSI
M-10577 7 28.15 09-17-02 67,000 2370
M-10578 28 28.16 10-08-02
M-10579 28 28.03 10-08-02
M-10580 Spare 28.25 Spare
rials Testing, In/
!•/'
Frank A. Soucy
1 cc: Client
1cc: Smith Engineering/R. Smith
1 cc: Town of Montville
1 cc: Esmat Ali, P.E., Special Inspector
smc
Lest reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government.
Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320.
(Mpj
1.
MATERIALS TESTING INC.
I. I —
200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
41��lO871 STAFFORD ROAD •EAGLEVILLE,CONNECTICUT 06268 •(860)487-1972
NVLAP#0320
Specific Scope Accredited DATE: 09-18-02
REPORT NO: M-1002
CLIENT: William Rheaume AMBIENT TEMP: 82°F
1295 Route 32
Uncasville, CT 06382 WEATHER: Clear
PROJECT: Pre-Engineered Building 0t1111111/8////�/
1295 Route 32 F CONNF
Uncasville, CTMEF ,
~ 14/
� 9f'`' •^1
SUBJECT: CONCRETE PLACEMENT INSPECTION = C/):
, ;
' �
'
N0.21959 ;1:t.-
Concrete Placement Locations: Foundation walls, entire perimeter of building °�•• zictNs i.71`x.
Total Concrete Yardage This Date: 70 cubic yards @ 3000 PSI. 4a'�'`.
U74P(%V
All reinforcing steel was properly placed in accordance with drawings: 7
#F1, dated 06-20-02.
Cylinders, slump and air content were performed and are as reported on Compression Test
Result Sheet. Tests were performed in accordance with ASTM C173, C231, C1064, C31, C172
and C143, as applicable. This report will follow when compression strength test results are
known.
Remarks: Second, third, fourth, fifth truck ran over 90 minutes also 6 & 7.
Materials Testing, Inc. Inspector,
,.
es iTigue
r ,
Frank A. Soucy
1 cc: Client
1 cc: Smith Engineering
1 cc: Town of Montville
1 cc: Esmat Ali, P.E.
smc
Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency o'the
U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320.
_ MATERIALS TESTING INC.
(Mp)
200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
141`r."
' 871 STAFFORD ROAD • EAGLEVILLE, CONNECTICUT 06268 •(860)487-1972
NVLAP#0320
Specific Scope Accredited DATE: 09-18-02
_____. _-
REPORT NO: M-1001
CLIENT: William Rheaume 011111itiii%�
1295 Route 32 ���` OF CONNfi•sse')4?
Uncasville, CT 06382 . A. --c r�,. c
PROJECT: Pre-Engineered Building — . .,
1295 Route 32 )� i �* '� No.2i �9 %
Uncasville, CT o'✓ Ty %-1$'s•/legs‹°°' .:
SUBJECT: CONCRETE PLACEMENT INSPECTION - CANCELLATION �� !Iij iii o;1�� '
Upon arrival was given notification that this day's 9:00 a.m. scheduled placement was postponed until
2:00 p.m. Appropriate charges will be made for time involved.
Materials Testing, Inc. Inspector,
es McTigue /
r
Frank A. Soucy
•
1cc: Client
1cc: Smith Engineering
1cc: Town of Montville
1cc: Esmat Ali, P.E.
smc
Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the
U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320.
MATERIALS TESTING INC
(tt1p)
. 200 ROWE AVENUE • MILFORD, CONNECTICUT 06460 • (203)878-2765
41•0/01 871 STAFFORD ROAD•EAGLEVILLE, CONNECTICUT 06268• (860)487-1972
NVLAP#0320
Specific Scope Accredited DATE: 09-10-02
REPORT NO: M-1000
CLIENT: William Rheaume AMBIENT TEMP: 76°F
1295 Route 32
Uncasville, CT 06382 WEATHER: Clear
PROJECT: Pre-Engineered Building
1295 Route 32 \�����UItIUUlp�����
CON
Uncasville, CT `O� pF Nc�'',�,,
Q ' s
SUBJECT: CONCRETE PLACEMENT INSPECTION ? --�� of.'• ;
= COQ r ^t..;• •
Concrete Placement Locations: Footing, entire building.
,, � N0.21959 ;
•
s.
:\,
Total Concrete Yardage This Date: 45 cubic yards @ 3000 PSI. •
�._ '�
All reinforcing steel was properly placed in accordance with drawings:
027. / - Gi
#F1, dated 06-20-02.
Cylinders, slump and air content were performed and are as reported on Compression Test
Result Sheet. Tests were performed in accordance with ASTM C173, C231, C1064, C31, C172
and C143, as applicable. This report will follow when compression strength test results are
known.
Remarks: None
Materials Testing, Inc. Inspector,
Ja s McTigue
. .0..."
Frank A. Soucy
1cc: Client
1cc: Smith Engineering i
1cc: Town of Montville
1cc: Esmat Ali, P.E.
Igb
Test reports may not be reproduced without the express permission of Materials Testing,Inc. Test reports must not be used to claim product endorsement by NVLAP or any agency of the
U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320.